UTS Job 23300 Report 3 Compressive Strength Report - Concrete 09-26-2019-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-26-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4"No. Of Sets:1 32CUBIC YARDS:
SET 1 LOCATION:Wall; Column lines 1 at D
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
W855 4.00 x 8.00 12.57 Good 09/26/19 10/03/19 7 27,500 2,190 1
W856 4.00 x 8.00 12.57 Good 09/26/19 10/10/19 14 37,000 2,940 1
W857 4.00 x 8.00 12.57 Good 09/26/19 10/24/19 28 49,000 3,900 2
W858 4.00 x 8.00 12.57 Good 09/26/19 10/24/19 28 46,000 3,660 1
W859 4.00 x 8.00 12.57 Good 09/26/19 10/24/19 28 44,000 3,500 3
Slump (in.)5
Air Temp. (F.)80
Conc Temp (F)75
Truck No.253
Ticket No.2330
Time 4:35
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:Cylinders received on 10/01/19.
Inspector Premium Travel
Name Time Hours Time
Rocky Benedetto No
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-26-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
cc:Symes Associates, Mark Livesey
Seger Architects Dan Ricciarelli
McBrie, LLC Michael Perham
McBrie, LLC Laura M. Bates
City of Salem Steve Cummings
Meninno Construction Tom Pascuccio
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-26-2019Compressive Strength Report - Concrete
Report No.3
Distribution Copy Job Number 23300
Project South Residential,124 Ocean Ave,Salem,MA
Contractor Symes Associates
Concrete Co.J.G. MacLellan
FIELD SUMMARY REPORT
Total Pour:Wall; Column lines 1 at A.8 - F
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X
Other:
Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat NoneX
Other
Slump Specification (in.)3-5
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 09-26-2019
Report No.3
Job Number 23300
Project South Residential,124 Ocean Ave,Salem,M
Attachment